AU605417B2 - A structural spacer - Google Patents
A structural spacer Download PDFInfo
- Publication number
- AU605417B2 AU605417B2 AU33129/89A AU3312989A AU605417B2 AU 605417 B2 AU605417 B2 AU 605417B2 AU 33129/89 A AU33129/89 A AU 33129/89A AU 3312989 A AU3312989 A AU 3312989A AU 605417 B2 AU605417 B2 AU 605417B2
- Authority
- AU
- Australia
- Prior art keywords
- spacer
- hook
- slot
- web
- hooks
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
- E04B7/024—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames the trusses or frames supporting load-bearing purlins, e.g. braced purlins
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
4 541 COMMONWEALTH OF AUSTRALIA PATENTS ACT 1952 COMPLETE SPECIFICATION
(ORIGINAL)
Form FOR OFFICE USE Class Int. Class Application Number: Lodged: t S! Complete Specification-Lodged: Accepted: Published: Priority: Related Art: f TO BE COMPLETED BY APPLICANT Name of Applicant: JOHN LYSAGHT (AUSTRALIA) LIMITED Address of Applicant: 55 Sussex Street, Sydney, New; South Wa les, Australia Actual Invenlor: Campbell John SECCOMBE IorS~WJ4/EpSMITH SHELSTON BEADLE 7/207 Great.North Road, <FIVE DOCK NSW 2046 collipleto~ sjpqcificatioll for theo ifivention 011.titled "A STRUCTURAL SPACER"1 The following statemnerot is a full idescr ption of this h-ivention, including" the best method of performing it known tomne:- 1 1a.
This invention relates to structures of the kind comprising an array of spaced apart, parallel longitudinal members (referred to as stringers hereinafter) and a plurality of members (referred to as spacers hereinafter) bridging from stringer to stringer, wherein the spacers are arranged end to end in spaced apart, parallel rows extending transversely of the stringers, so that the entire structure is in the form of a rectangular grid.
More particularly the invention relates to the spacers of such a structure.
Typically the stringers may be Z sectioned purlins of a roof, channel or hat sectioned studs of a wall frame, I sectioned joists of a floor support or other rolled or extruded metal members comprising a web and one or more flanges. The spacers extend effectively from web to web of the stringers.
"t Hitherto the affixture of the spacers to the stringers cr has usually called for a good deal of on-site work such as welding, bolting or riveting, even when standardised prefabricated components have been used.
In attempts to- reduce the on-site work various 9 connector devices and joint formations have been proposed.
CI C CTt These have not been generally satisfactory, as some have required special additional components, some have still required some on-site work, for example the bending over of locking tabs, and others, though free of those defects, have not provided a sufficiently positive or movement-free connection between the members.
An object of the present invention is to provide a spacer having end formations, preferably formed in cheap, pressed metal end fittings, enabling two spacers to be each simply hook-engaged with the stringer web through a slot in the web without mutual hindrance, but such that when the 1 YII-~~ 2 spacers are swung into alignment each is secured firmly in place by the other.
The invention consists in a structural spacer adapted to bridge between two stringers each comprising a web pierced by a slot of predetermined size, said spacer comprising an elongate body, a small hook at one end of said body adapted to extend through, and engage over an edge of, a said slot and then present an outer surface as an edge of a slot remainder, a large hook at the other end of the body adapted to extend through a said slot, having •.t 1 an inner surface adapted at a working position to bear upon the outer surface of the small hook of an identical spacer, c c and having a depth at said working position which is c substantially equal to the depth of a said slot remainder, r ;15 and abutment means adapted to contact the web of a said stringer through which said large hook projects when said working position coincides with the web of that stringer and said body is substantially normal thereto.
t C In preferred embodiments the outer surface of to small hook and the inner surface of the large hook ire E'CC mating arcuate surfaces to provide a substantial bearing area therebetween and facilitate the rotation of the large hook about the small hook to bring its working position TJi into coincidence with the web of the stringer.
Furthermore, for preference the depth of the large i hook is less at its tip than it is at its 'working position.
This facilitates the insertion of the large hook into the slot remainder by reducing the angle of inclination at which the spacer has to be presented to the web of the spacer to insert the tip of the hook. Thus, in preferred instances wherein the outer surface of the small hook is arcuate, the outer surface of the large hook may also be arcuate, but not concentric with its arcuate inner surface, so that the change in hook depth is progressive, to provide 3 a cam-like tightening action as the large hook is turned to bring its working position into coincidence with the web.
By way of example, an embodiment of the above described invention is. described in more detail hereinafter with reference to the accompanying drawings.
Figure 1 is plan view of an end portion of a structural spacer according to the invention.
Figure 2 is an end view of the end portion of :figure 1.
10 Figure 3 is a partly sectioned side view of the end portion of figure 1.
0 Figure 4 is a sectional view taken on line 4-4 of figure 3 drawn to a larger scale.
Figures 5 to 7 are views similar to figures 1 to 3 respectively of the opposite end portion of the same spacer.
0a0* Figure 8 is a partly sectioned side view of opposite end portions of two spacers according to the earlier Sfigures being engaged with a web of a stringer.
Figure 9 is a view similar to figure 8 showing the two spacers fully engaged with the web.
Figures 1 to 4 illustrate an end portion of a spacer comprising an elongated channel sectioned body 10 and a pressed metal, large hook end fitting :1.
The end fitting 11 comprises an affixture plate 12 with stiffening edge ribs 13 which merge into U-sectioned large hooks 14 projecting longitudinally of the spacer from the plate 12.
J I 4 The end fitting 11 is fixed to the body 10. For example, the plate 12 may be welded or riveted to the web of the body 10. Alternatively the large hooks 14 may be integral extensions of the body web.
It should be noted that each of the large hooks 14 has paired inner surfaces 15 of arcuate (in this instance semicircular) shape and an outer surface 16 also of arcuate shape. The outer surface 16 is not concentric with the inner surfaces 15 so that the hook 14 has a continuously increasing depth over at least a part of its curved portion. In particular dimension being the depth of the hook at its working position, is greater than dimension being the depth at its tip.
It should also be noted that the affixture plate 12 j 15 has an inclined extension 17 between the large hooks 14 terminating in an abutment surface 18 extending from one hook to the other. The relevance of the increase in hook depth from to and the presence of the abutment S, surface 18 will be made clear hereinafter.
By reference to figures 5 to 7, it will be seen that the opposite end of the body 10 has a small hook end fitting 19 fixed to it. The end fitting 19 comprises an Saffixture plate 20, with edge flanges 21, a front flange 22 and stiffening gussets 23 for the front flange 22. The front flange 22 extends into two curved small hooks 24.
The dimension between th limbs 'of the generally U-shaped small hooks 24 is substantially equal to, preferably very slightly more than, the thickness of the web of a stringer with which the illustrated spacer is intended to be used. Thus the small hooks 24 are adapted to neatly engage the edge of a slot in such a stringer and then present paired outer curved surfaces 25 as an edge of the remainder of that slot., The outer curved surfaces 25 of the small hooks 24 have substantially the same diameter and spacing as the inner curved surfaces 15 of the large hooks 14, thus the inner surfaces 15 of one spacer may snugly encompass the outer surfaces 25 of a second spacer and rotate thereon about an axis extending transversely of the longitudinal direction of both such spacers.
Figures 8 and 9 show how spacers according to figures 1 to 7 co-operate. In figure 8 a first spacer 26 is shown with its small hook 24 engaged about the edge of a slot in a web 27 of a stringer. Two such slots are provided corresponding in position to the: two small S hooks 24, of the spacer.
V A second spacer 28 disposed in an inclined manner has j: "15 had the tip of its large hook 14 inserted loosely through the same slot. The spacer 28 may then be moved bodily slightly to bring the inner curved surfaces of its large 1 hooks 14 into respective contact with the outer curved surfaces of the small hooks 24 of spacer 26, following which the spacer 28 may be rotated into the normal position shown in figure 9. As a result of that rotation, and because of the progressive increase in depth of the large hooks,, the initial loose engagement of their tips within the slots is converted to a firm engagement wherein at the working position of maximum hook depth (dimension of figure 3) the hooks 14 substantially fill the remainders of the respective slots. Further rotation is prevented by the abutment surface 18 coming into contact with the web 27 between the two slots therein.
As the spacer 28 is rotated as aforesaid the small hooks on its left end (not seen in the figures) cvome into contact with the web of an adjacent stringer and spring it aside sufficiently to"permit the small hooks to snap into position about the edge of the coactingslot in that stringer's web.. In practice this may be done manually with little difficulty because the angle between the spacer and the stringers at that time ensures that a small force applied to the spacer in its transverse direction results in a large force in the longitudinal direction tending to spring the stringers apart.
Thus once the two spacers are in position as shown in figure 9, spacer 26 cannot move to the left or right because of its small hook's direct engagement with the web 27, spacer 28,cannot move to the left because of its large hook's engagement over the small hook of spacer 26, it cannot move to the right or rotate further because of the contact of its abutment surface 18 with the web 27, and S'neither spacer end can move up or down (as seen in the figures) because their hooks together substantially fill C 15 the slot. That is to say the spacers are effectively fixed t tightly to the stringer without need for any on-site work or special tools.
Of course the outer ends of the endmost spacers in dtv each row of spacers have to be fixed by other means because of the absence of a further co-operating spacer, but this may be effected in any convenient conventional manner.
.,0r
Claims (7)
1. A structural spacer adapted to bridge between two stringers each comprising a web pierced by a slot of Sredetermined size, said spacer comprising an elongate body, a small hook at one end of said body adapted to extend through, and engage over an edge of, a said slot and then present an outer surface as an edge of a slot remainder, a large hook at the other end of the body adapted to extend through a said slot, having an inner surface adapted at a working position to bear upon the 10 outer surface of the small hook of an identical spacer, and having a depth at said working position which is substantially equal to the depth of a said slot remainder, and abutment means adapted to contact the web of a said S" stringer through which said large hook projects when said I 1!5 working position coincides with the web of that stringer and said body is substantially normal thereto. I
2. A spacer according to claim 1 wherein the outer surface of the small hook and the inner surface of the large hook are mating arcuate surfaces.
3. A spacer according to either claim 1 or claim 2 wherein the increase in depth of the large hook from its tip to its wor-king position is smoothly progressive. C
4. A spacer according to any one of the preceding claims comprising a body and two pressed metal end fittings fixed to said body; said hooks being formed in said end fittings.
A spacer according to any one of the preceding claims having a plurality of said small hooks at said one end.
6. A spacer according to claim 5 having a like plurality of said large hooks at said other end. *J ii 8
7. A spacer substantially as described herein with reference to the accompanying drawings. Dated this eighteenth day of April 1989. JOHN LYSAGHT (AUSTRALIA) LIMITED Attorney: ROBERT G. SHELSTON Fellow Institute of Patent Attorneys of Australia of SMITH SHELSTON BEADLE C r c C: I (C: 1 t
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU33129/89A AU605417B2 (en) | 1989-04-18 | 1989-04-18 | A structural spacer |
NZ233323A NZ233323A (en) | 1989-04-18 | 1990-04-12 | Hooked structural stringer spacer |
MYPI90000612A MY105706A (en) | 1989-04-18 | 1990-04-16 | A structural spacer |
US07/508,715 US5077953A (en) | 1989-04-18 | 1990-04-16 | Structural spacer |
GB9008530A GB2231349B (en) | 1989-04-18 | 1990-04-17 | A structural spacer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU33129/89A AU605417B2 (en) | 1989-04-18 | 1989-04-18 | A structural spacer |
Publications (2)
Publication Number | Publication Date |
---|---|
AU3312989A AU3312989A (en) | 1990-10-25 |
AU605417B2 true AU605417B2 (en) | 1991-01-10 |
Family
ID=3720573
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
AU33129/89A Ceased AU605417B2 (en) | 1989-04-18 | 1989-04-18 | A structural spacer |
Country Status (5)
Country | Link |
---|---|
US (1) | US5077953A (en) |
AU (1) | AU605417B2 (en) |
GB (1) | GB2231349B (en) |
MY (1) | MY105706A (en) |
NZ (1) | NZ233323A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU747435B2 (en) * | 2000-03-07 | 2002-05-16 | Bluescope Steel Limited | A bridging member |
WO2016164323A2 (en) * | 2015-04-04 | 2016-10-13 | Dennis Leblang | Spacer braces in tandem for walls, joists & trusses |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU527690B2 (en) * | 1978-10-17 | 1983-03-17 | John Lysaght (Australia) Limited | Joining bridging-pieces to purlins |
AU561005B2 (en) * | 1981-10-19 | 1987-04-30 | Armco Atlantic Inc. | Roof structure with rafters and transverse truss members |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US893815A (en) * | 1907-02-18 | 1908-07-21 | Hinrich B Schutt | Structural metal-work in buildings. |
US1165049A (en) * | 1914-08-26 | 1915-12-21 | Gen Fire Proofing Company | Metal framing-joint. |
BE517378A (en) * | 1952-02-05 | |||
US2873828A (en) * | 1955-01-27 | 1959-02-17 | Joseph H Zitomer | Illuminated electric ceiling fixture construction |
ATE80665T1 (en) * | 1987-05-28 | 1992-10-15 | Abbott Lab | METHODS AND REAGENTS FOR THE DETERMINATION OF LD-1 ISOENZYME. |
US4840005A (en) * | 1988-06-01 | 1989-06-20 | Australian Building Industries Pty. Ltd. | Purlin bridging |
-
1989
- 1989-04-18 AU AU33129/89A patent/AU605417B2/en not_active Ceased
-
1990
- 1990-04-12 NZ NZ233323A patent/NZ233323A/en unknown
- 1990-04-16 MY MYPI90000612A patent/MY105706A/en unknown
- 1990-04-16 US US07/508,715 patent/US5077953A/en not_active Expired - Fee Related
- 1990-04-17 GB GB9008530A patent/GB2231349B/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU527690B2 (en) * | 1978-10-17 | 1983-03-17 | John Lysaght (Australia) Limited | Joining bridging-pieces to purlins |
AU561005B2 (en) * | 1981-10-19 | 1987-04-30 | Armco Atlantic Inc. | Roof structure with rafters and transverse truss members |
Also Published As
Publication number | Publication date |
---|---|
NZ233323A (en) | 1992-07-28 |
GB2231349A (en) | 1990-11-14 |
MY105706A (en) | 1994-11-30 |
AU3312989A (en) | 1990-10-25 |
GB2231349B (en) | 1993-04-07 |
US5077953A (en) | 1992-01-07 |
GB9008530D0 (en) | 1990-06-13 |
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